UTS Job 23418 Report 26 Compressive Strength Report - Concrete 07-30-2019 (004) Page 1
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-30-2019Compressive Strength Report - Concrete
Report No.26
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.J.G. Maclellan
ALL FIELD TESTS DONE ACCORDING TO ASTM:C-172 C-31 C-143 C-1064
C-39 C-1231ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM:
CLASS CONCRETE:3000# 3/4"*No. Of Sets:1 35CUBIC YARDS:
SET 1 LOCATION:Building 2, interior footings, column line J at 4.5
Total Unit
Lab Size Area Date Date Age Load Load Fracture
No.(in.)(sq. in.)Condition Cast Tested Days (lbs.)(psi.)Type
X867 4.00 x 8.00 12.57 Good 07/30/19 08/06/19 7 27,500 2,190 1
X868 4.00 x 8.00 12.57 Good 07/30/19 08/13/19 14 42,500 3,380 2
X869 4.00 x 8.00 12.57 Good 07/30/19 08/27/19 28 53,000 4,220 3
X870 4.00 x 8.00 12.57 Good 07/30/19 08/27/19 28 52,500 4,180 1
X871 4.00 x 8.00 12.57 Good 07/30/19 08/27/19 28 52,000 4,140 3
Slump (in.)5 1/4
Air Temp. (F.)91
Conc Temp (F)89
Truck No.239
Ticket No.159370
Time 2:55
Unit Wt lbs/cu ft
Air Content (%)
GENERAL REMARKS:*MRWR; Cylinders received on 08/05/2019.
Inspector Premium Travel
Name Time Hours Time
M. Chace No
REVIEWED BY:Bryan M. Crabtree
FRACTURE TYPES
Type 1 Type 2 Type 3 Type 4 Type5 Type 6
Reasonably well-formed Well-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5
cones on both ends,one end, vertical cracks cracking through with no cracking or bottom (occur but end of
less than 1 in.running through caps,both ends, no through ends; tap commonly with cylinder is
[25 mm] of cracking no well-defined cone well-formed cones with hammer to unbonded caps)pointed
throught caps on other end distinguish from
Type 1
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Page 2
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-30-2019Compressive Strength Report - Concrete
Report No.26
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.J.G. Maclellan
cc:Fulcrum Associates Bob Levesque
Fulcrum Associates Brad Scott
Fulcrum Associates Darrin Standish
DMS Design Sid Silveira
DMS Design Dan Skolski
City of Salem Steve Cummings
Veitas & Veitas Linas Dabrila
DSF Group Paul Bowie
DSF Group Benjamin Greene
Fulcrum Group Patricia Dwyer
UTS Matt Chace
Page 3
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-30-2019Compressive Strength Report - Concrete
Report No.26
Distribution Copy Job Number 23418
Project Halstead Salem Station, 72 Flint Street
Salem, MA
Contractor Fulcrum Associates
Concrete Co.J.G. Maclellan
FIELD SUMMARY REPORT
Total Pour:Building 2, interior footings, column line J, I.2 and H.8 at 4.5; 7 at I-K, K at 3
Method of Placement:Pump Chute Discharge Bucket OtherX
Other:
Vibrator OtherMethod of Concrete Consolidation:X
Other:
Cylinder Fabrication Location:Truck Discharge Chute End of Pump HoseX
Cylinder Storage:Curing Box Thermal Blanket Hay/Straw Trailer FieldX
Other
Placement Protection:Thermal Blankets Heat NoneX
Other
Slump Specification (in.)4-6
Number of slumps out of specification reported to
If rejected
Approved by
Remarks:
UTS of Massachusetts, Inc. Page 4
5 Richardson Lane, Stoneham, MA 02180 781-438-7755 (Voice) 781-438-6216 (Fax)
Report Date 07-30-2019
Report No.26
Job Number 23418
Project Halstead Salem Station, 72 Flint Stree
Salem, MAAttachment